HomeMy WebLinkAbout07-6766
CITY OF ZEPHYRHILLS
5335 - 8TH STREET
(813)780-0020
BUILDING PERMIT
6766
Permit Number: 6766
Permit Type: ADDITION/ALTERATION
Class of Work: 434-ADD/AL T RESIDENTIAL
Proposed Use: SINGLE FAMILY RESIDENTIAL
Square Feet:
Est. Value:
Improv. Cost:
Date Issued:
Total Fees:
Amount Paid:
Date Paid:
Work Desc:
Address: 4952 TIMBERWA Y
ZEPHYRHILLS, FL.
Township: Range: Book:
Lot(s): Block: Section:
Subdivision: COURT SaUARE
Parcel Number: 15-26-21-0200-00000-0350
6,225.00
6/08/2007
97.50
97.50
6/08/2007
POOL ENCLOSURE
Name: THOMAS, TOM
Address: 4952 TIMBERWA Y
ZEPHYRHILLS, FL. 33542
Phone:
/ (,~~ 01
~ \ () LJ' ,~O' ,~
U B
FOOTER BOND DUCTS INSULATED SEWER MISC.
ROUGH ELECTRIC LINTEL MISC MISC.
1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC.
DUCTS INSTALLED WATER MISC DRIVEWAY
PRE-SLAB SHEATHING MISC. MISC.
CONSTRUCTION POLE FRAME MISC. MISC.
REINSPECTlON FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c) when extra inspection
trips are necessary due to anyone of the following reasons: a) wrong address b) condemned work resulting
from faulty construction c) repairs or corrections not made when inspections called d) work not ready for
inspection when called e) permit not posted on job site f) plans not at job site g) work not accessible.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
The payment of inspection fees shall be made before any further permits will be issued to the person owning same
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing, consult with your lender or an attorney
before recording your notice of commencement."
NO OCCUPANCY BEFORE C.O.
sJ~~ r~~
CONTRACTOR SIGNATURE PERMIT OFFI
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
Permit #
Tax Parcell
111111111111111111111111111111111111111111111111111111111III
2007097882
Prepared by:
Individual's name:
Address:
RDcSPt : 1105416 Rec: 10.00
: 0.00 IT: 0.00
NOTICE OF COMMENCEMENT 06/07/07 --_ Dpty Clerk
FS 713.13
State of FIOrl~
County of '3 (!,()
JED PITTMAN, PASCO COUNTY CLERK
06/07/07 01: 00&,m 1 if \.
OR BK 752:>> PG 8'17
3.
The undersigned hereby gives notice that Improvements(s) will be made to certain real
property, and In accordance with Chapter 713, Florida Statutes the following Information is
provided In this Notice of Com"!8ncement. I 5'"- 2-~ - 2 J -D2-Do -000 bO -<.')3>>s-o
1. Legal description of property: C. 0 \.l r4 !if ,A.tU~ t' 6 ~'3 P6-5 ~ ]-& l{ Lo+ 35'
(and street address If available) ~5c:l 7i mber tOtly Zeph.JrhJl1.s FI 335'f~
General description of Improvement(s): SCREEN POOL ENCLOSURE
Owner: Name: -rom~'1 .. Sereru.. --rhorras
Address: 4Crs.;t 1l tY.\oe.~ u.:i:uI
u.p~("hdIS Pi :f~5Qa
Phone: <& 13 rt'lq - 4-310 Fax:
a. Interest In property I~~
b. Name and address of fee simple titleholder (If other than owner)
Phone:
2.
R 4.
Contractor: Name: KEITH REEVES CONSTRUCTION, INe
Address: 7117 Ash Street, Zephyrhllls, F133541
Phone: 813-780-8666 Fax: 813-788-9812
5. Surety: Name and Address:
Phone:
Fax:
6.
Lender:
Name and Address:
Phone:
Fax:
.
7. Persons within the State of Florida designated by Owner upon whom notices
or other documents may be served... provided by Sections 713.13 (1 )(a)7, Florida
Statutes: (Name, address, phone number, and fax number).
8. In addition to himself, Owner designates the following person(s) to receive
a copy of the Llenor:s Notice as provided In Section 713.13(1)(8)7, Florida
Statutes: (Name, addre.., phone number, and fax number).
9. expiration date of notice of commencement ( the expiation date. one(1) year
l'Y"! ~he date of recording unless a different date Is specified.)
~~ 5eYevalhomas
(Signature of Owner) (Print Owner's Na~el
[note: per section 713.13(1). 7J5~O- 796-fcH-/,BS-()
Florida Statutes
Owner must sign...and no one else may be permitted to
sign In his or her stead)
State of F I orl dctJ County of Fksc:i the foregoing Instrument
was acknowledged before meth.. ff"-ltlay of _~ by Ser-~ no~ who
Is personally known to me or has produced d~lve.-.; IIC~c"~ as
Ident tlon, and did take and oath t.--""" did not take an oath.
~
NOTARY PUBLIC-STATE OF FLORIDA
i~\ Suzanne Bahr
~ . }Co~iion #DD6011l0
'""""", Expues: NOY. 15, 2010
BONDED THRU ATLA,NTIC BONDING CO., INC.
County Certification
, .
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... "Q .. .. .. .. ,. '_.J./,
r,: .
STATE OF FLORIDA:' .
COUNTY OF PASe;O ,:-'
THIS IS TO CERTtfY.:TH~T THE FORE90lfJG IS^ i)
TRUE AND CORRECT COpy ef T~E.oOCUMENT ON ~ii
OR OF PUBLIC RECORD IN THJSOFf;r \Y. tTt-IESS:~Y
HAND OFFICIAL SEAL TtfiS DAY OF
2 .cI!2:7
JEO PI , CLERK OF CIRCUIT COURT
BY DEPUTY CLERK
813-780-0020
City of Zephyrhills Permit Application
Building Department
r=J NEW CONSTR D
D INSTALL D
PROPOSED USE 0 SFR D
TYPE OF CONSTRUCTION D BLOCK D
DESCRIPTION OF WORK I POoL GnG- e Q1.C Io~
I SQFOOTAGEI -?{po123 I
:$ (y '2- ?S 0 ~ r VALUATION OF TOTAL CONSTRUCTION
. \\ Q_\ ,
D ELECTRICAL $ It ' AMP SERVICE D PROGRESS ENERGY
D PLUMBING 1$ I
D MECHANICAL 1$ I
D GAS 0 ROOFING D SPECIALTY 0 OTHER
FINISHED FLOOR ELEVATIONS I I FLOOD ZONE AREA DYES DNO
11111111111111I1I1111I111111I11I1111I1111111111111111111I111111111111111111111111111111I111111111111111I11111I11111I1111111111IIIII111111111111111
Date Received
b -s-o 7
-rho mas 10m rY\
T p"V) b(;l r LJ Q
~
Owner's Name
Owner's Address I ;.....J. ~ 'S ~
Fee Simple Titleholder Namel
Fee Simple Titleholder Address
JOB ADDRESS
49 2- hrvt
ICour+ SctL<Q("1O-~ I
S-n(Y\ €.
SUBDIVISION
WORK PROPOSED
ADD/ALT
REPAIR
COMM
FRAME
BUILDING SIZE
~
15"
BUILDING
OWner Phone Number
OWner Phone Number I
OWner Phone Number I
LOT #
I
I
I
I
15-2(.0- 2-1-OUJO -0000
(OBTAINED FROM PROPERTY TAX NOnCE)
SIGN D MOVE D
D
o
o
DEMOLISH
OTHER I (JoUL t:/V~( aSlA.flc..
STEEL 0 OTHER I
HEIGHT I
D
W.R.E.C.
jUbG -
~
t f <B ~ "1<-
I .
VALUATION OF MECHANICAL INSTALLATION
I
I
I
I
I
I
I
I
License # I I
111111111111I1111111111I1111I11111111I1111111111I11111111I11111111I111111I111I111I1111I111111111111111111111111111111I11I11111I111
Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Sanitary Facilities & 1 dumpster
Attach (3) sets of Building Plans; (1) set of Energy Forms.
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Sanitary Facilities & 1 dumpster
All commercial requirements must meet compliance.
Attach (2) sets of EngIneered Plans.
"'~PROPERTY SURVEY required for all NEW construction.
111111I11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111I1111111111
Directions:
Fill out application completely.
Owner & Contractor sign back of application, nQtarized
If over $2500, a Notice of Commencement Is required. (A1C upgrades over $5000)
Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (Front of Application Only)
Reroofs Sewers Service Upgrades A1C
BUILDER
SIGNATURE
I ~.~vu--
I '7/1'7 ASh.5+ 2-h tlls
COMPANY
REGISTERED
Address
ELECTRICIAN
SIGNATURE
COMPANY
REGISTERED
Address
PLUMBER
SIGNATURE
COMPANY
REGISTERED
Address
MECHANICAL
SIGNATURE
COMPANY
REGISTERED
Address
OTHER
SIGNATURE
COMPANY
REGISTERED
Address
111111111111111
RESIDENTIAL
COMMERCIAL
SIGN PERMIT
FEE CURRENT
License #
IU~OLjJ ljq%
Y/N
Y/N
FEE CURRENT
License #
Y / N
Y/N
FEE CURRENT
License #
Y / N
Y/N
FEE CURRENT
License #
Y I N
Y/N
FEE CURRENT
Driveways-Not over Counter If on public roadwaysooneeds ROW
Fences (Plot/Survey/Footage)
~
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to .deed" restrictions"
which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any
applicable deed restrictions. '
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or
contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the
contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation
under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the
intended work, they are advised to contact the Pasco County Building Inspection Division-Licensing Section at 727-847-
8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign
portions of the .contractor Block" of this application for which they will be responsible. If you, as the owner sign as the
contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
County.
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of
use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and
90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the tiine of
permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a .certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or
final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact
fees are due, they must be paid prior to permit issuance in accordance with applicabl~ Pasco County ordinances.
CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I
certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law-Homeowner's
Protection Guide" prepared by the Florida Department of Agriculture rand Consumer Affairs. If the applicant is someone
other than the "owner", I certify that I have obtained a copy of the above described document and promise in good faith to
deliver it to the "owner" prior to commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work
will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is
hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has
commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating
construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is
my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to:
Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment.
Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
Army Corps of Engineers-Seawalls, Docks, Navigable Waterways.
Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks.
US Environmental Protection Agency-Asbestos abatement.
Federal Aviation Authority-Runways.
I understand that the following restrictions apply to the use of fill:
Use of fill is not allowed in Flood Zone "V" unless expressly permitted.
If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume" will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction, I certify that fill will be used only to fill the area within the stem wall.
If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating
the conditions of the building permit issued under the attached permit application, for lots less than one (1)
acre which are elevated by fill, an engineered drainage plan is required.
If J am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in
this affidavit prior to commencing construction. , understand that a separate permit may be required for electrical work,
p\umbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A
permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or
set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter
requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid
unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by
the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension
may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate
justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
FLORIDA JURAT (F.S. 117 -}l3) .i:' ~
OWNER OR AGEN~-~l'~/I;JY\.. .~ CONTRACTOR..-.~
bUbSCribed and sworn to (or affirmed) before me this Subscribed and swom~o (or affirmedl.before me this
-S~01 by SifftYtOr0 ~1: i..(UE\ h ~-O( by ~ MIC010 Ie Itl ut:./
Who Js~a~e personally known to me or haslhave produced Who is/arE;l personally known to me or has/have P!odu~ed
G ~<i..R- as identification. U c..u.... V-- as identification.
Notary Public
~~~'~F~F.
:~r ..}~ Commission DO 621833
Notary Public
ain Insurance 800.385-7019
'-
Parcel Information for: 15-26-21-0200-00000-0350 Card: 001
$~~rGJ1A.9;::ljn Show MaD Generalized Building Schematic Estimate Taxes
See Tax Collector Information - CurrenUDelinquent Taxes
Page 1 of2
The online search system is currently unavailable. Information displayed below is from a weekly archive. SOH and Taxable amounts
may not reflect current values.
ParcellD
Classification
Mailing Address
THOMAS TOMMY E & SERENA T
4952 TIMBER WAY
ZEPHYRHILLS, FL 335426522
Physical Address
4952 TIMBER WAY
ZEPHYRHILLS33542
15-26-21-0200-00000-0350 (Card: 001 of 001)
01 - Single Family
Assessment (totals)
Ag Land
Land
Building
Extra Features
Total Assessment
Save Our Homes
Legal Description (First 4 Lines)
COURT SQUARE
PB 33 PGS 63-64
LOT 35
OR 6112 PG 184
$0
$28,112
$151,506
$18,197
$197,815
$156,068
Taxable Value $131,068
Warning: A significant taxable value increase
may occur when sold. Click here for details
and info. regarding the posting of exemptions.
Cond
1
1
Use
0100
0100
Price
4.40
.53
e
Acres
Building Information - Year Built 2001
Ext Wall 1 Concrete Block Stucco
Roof Str Gable or Hip
Int Wall 1 Drywall
Flooring 1 Carpet
Fuel Electric
AC Central
Res Code
USE 01 - Single Family Residential (Card: 001 of 001)
Ext Wall 2 None
Roof Cov Metal
Int Wall 2 None
Flooring 2 None
Heat Forced Air - Ducted
Baths 2.00
Line ription Sq. Feet Repl. Cost New
1 FOA 280 $6,854
2 BAS 1 ,402 $137,284
3 FOP 24 $588
4 FGR 420 $16,451
Extra Features (Card: 001 of 001)
Line Desc ear Units Value
1 DWSWC 436 $883
2 CON PTO 270 $547
3 UDU-M 1 $1611
4 POOL-6 336 $12835
5 COOL DK 170 $636
http://appraiser.pascogov.comlsearch/offline.asp?Sec= 15&Twn=26&Rng=21 &Sbb=0200&... 6/5/2007
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NO'(E: AlA Y BE USED IN LIEU OF CABLE BRACE FOR WAU.s
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Sf!JF ~f:'1l . B' HEIGHT (flIN1J >>120 NPH> . . ..
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a WALL HEIfJH1S > 18' ~ RfXF HDfHTS > 25' O. NO.'OF EX7ERJOR WAl.L:S > J W/ (4) liD SUS.N!JtBER '<V. =-
E. WAU. HEIfJH1S > 4' ABO~ HOST S7RtJC7URE WAU.s O.5.AJ- a.c. I//N.
2.) ALL SCREEN 'sHALt BE 18/14 txl i.ARGER
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INTO EA. ctJNNEt:7ION PT. . . .. i'T" r' . V.. IIIN. nn:or
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. w~ ,(2) liD" SIIS / FAGO, '. '.. ~. .....~,~x _' .
7.) CABI.E BRAaNfJ FA$TNERS (AT EA. END) SHAJ.J. BE ANCHORED W/ IJ1N. .('9 liD SIloS:, ... ...
OR (t) J"r" (x Z- IJJN. EJ/BED.) calC. ANCHfM txl (I,) 1/4-" (x 1 1/2 IIJN. EJ/BED.) . . K-BRACE
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~ PAIR OF CABLD: (2) 1Ar" SS CABLES BRACE!) IN OPPOSI7E
'liONS, APPROX. 46"T() tiRotJNo. . .
a) ALL CWS SHALL ATTACH FROM THE TrJP RAIL 7D THE BASE
Z. STANDARD'RaINDINfJ-a:1r RtJLES APPLY TO c.u.CUI.ATE N/JAIBER OF
CABLE 'pAIRS (La z.~ Z.~) .
~ RRACINQ RFt1IlIfmImT
.4. 1 PAIR OF C4BJ.!S islllN. REQlJ/REJJENT
a AREA - FRONT WALL AREA
+ '/2 SlOE WALL AREA.
SITJt; WALL RRACINQ RFY:1I~mT
.4.) USE SAllE. VALLe' AS FRONT WALL
a) stREEN (WALl,) AI/E4.. SlOE WALL AREA
CJ PAIR OF CAB/.ES. (tJ CABLE BRACED' SAC/(
mWARO HOST STRUf:ttJRE .
0.) l/!J, CAlID JIiE REQUIRED Fr:JR WALLS-'
. .1110 u. CIl.,tt.'iN (tW1$. UD II1'H)
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ALLOWABLE SC1REEN
,~~~~
BRACES (sr.)
450
394
:sso
JOO
WIND REGION
, '(MPH)
~ 120
< IJO . .
~14D
~ 150 .
~
X
~
C(, v><
VI)<'J~:I~X!""
~LAN 4"..;s- PROJ.
~
~I'"
V
IX ..
. AJ :r~
'^, ;:1
...
5W;
. ~'I~
l/ @s~~
,v i~~
-.
CORNER. .
~. POST-:.
~.RA4: 7DP
~ 2" % 2-
BRACE
5"'1t S"1t.D6- PiA 7E
eJ.Ni.
~
IIIN. "-.-6-, BfJr!!E"
PlA 7E \
Z.~.. .
. ......
1..'-lf2- BA.SF
PlATE
THESE STRUCTURES DESIGNED KrTH. THE 2004
. FLORIDA Bl..DG. CaJE W/ 2006 SUPP/.EJ/ENT
ct CHAP. 6 OF" ASCE' 7 FOR l1o-tSO"UPH
WIND 'E.oaTY.(~ SE'C. GUST) EXPOSuRE B ct C.
miD .AFTER '2-1-09 . /"'.77, . f-!;!h.n'7
DA \.fD NORRIS ENGINEERING'
11~ cOLEJiAN RD.
WlN7ER'HA~ FL ~ pn 1 A
(883) 299-1048 RE. mS6 ~.-
1: Jj t SX=, 35 E LE fS~:35 ::H
I 2. I I 3. I I 3. I
2' x2' PATIO 3' x 2' PATIO
Is'PAClMi COLUMN HnGHT ~ irPAClMi COLUMN HEIGHT ~p,~ rAJ
II'H lID 12D 13D 1110-150 II'H lID 120 13D 10-150
3' 7' -5' 7' l' 6' -9' 8' -R' 3' 9' -5' 8' -9' 8' -4' 1 D' -8'
4' 6' -9' 6' 6' 6' -2' 7' -11' 4' 8' -7' 8' -1' 7' -7' 9' -9'
5' 6'-3' 5'-11' 5'-7' 7'-4' 5' 7'-lD' 7'-5' 6'-11' 9'-1'
6' 15' -9' 5' -6' 5' -2' 6' -lD' 6' 7' -3' 6' -lD' 6' -4' 8'-6'
7' 15' -5' 5' -1' 4' -lD' 6' -6' 7' 6' -9' 6' -4' 5' -11' 8' -0'
8' 5'-1' 4'-9' 4'-6' 6'-2' 8' 6'-4' 5'-11' 5'-7' 7'-6'
9' 4' -lD' 4' 7' 4' -3' 5' -lD' 9' 6' -D' 5' -7' 5' -3' 7' -2'
MAX. ALLOJlABL~ B~AM SPAN = 4' -2' MAX. ALLOJlABL~ B~AM SPAN = 6' -4'
~u.~
t~SXdO:~ ]}
I 4. I
_ .-J!50
SX=. 55
.,.
':.
2' X 4'
TIL T
2' x 4' PATIO
COLUMN HnGHT
11D 12D 13D 140 150
12' -9' 111' -9' 11' -0' 10' -5' 10' -D'
11'-6' 110'-10' 10'-2' 9'-7' 9'-2'
ID' -5' 9' -11' 9' -5' 8' -lD R' -"'i'
9' ~, 9' -2' 8' -8' 8' -2' 7' "';Q'
9' -D' 8' -6' 8' -()' 7' -7' 7'-2'
8' -6' 7 -11' 7' -5' 7' -D' 6'-8'
8' -()' 7' -5' 6' -11 6' -6' 6' -2'
~~1~
110-150
3' -0'
3'-D'
IfP' -fO'
'P'-O'
l' -3'
D' -7'
I D' -D'
Is?w:IMi
IfIH
3'
4'
:5'
6'
7'
8'
9'
5.
t
Ii ..
~
SX=.91
.., J
u ../1
2' x 5' PATIO
WCIMJ COLUMN H~IGHT -~~Z
IfIH 11D 12D 113D 14D f5lJ 117FI5tJ
3' 4' -1#' 13' -8' 13' -D' 2' -~, 11 ' -7' , ~
4' 13'-2' 12'-7' 11'-11 1'--~' I1D'-7' 6'-0'
5' 12'-1' 11'-7' 10'-11 0'-4' 9'-8' 15'-1'
/;, 11''';1' 10'-8' 10'-0' 9'-6' 8'-11' 14'-1'
7' ItD' -3' 9' -lD' 9' --~, R' -9' R' -_':I' 1~'-P'
-R' 9'-6' 9'-1' 8'-7' 8'-f' 7'-R' IP'-I#'
9' 8'-10' 8'-5' 8'-(}' 7'-7' 7'-2' 11'-8'
TYPICAL ALUMINUM STRUCTURAL DESIGN DETAILS
SPACING - TRIBUTARY LOAD 'MOTH
TABLES FOR SCREEN RDOMS & RDOFS ONLY
tJDE;
I} BEAM SPANS MAY 8E INCREASED 20% WHEN CONTINUOUS
O\ei' INTER/OR COLUMN SUPPORT
2} ALL 8EAM SPANS ASSUME LA 'fERAL PURUNS " 90. FRAMED
ACROSS ROOF " EACH POST /N SCREENED SIDE WALLS
3} VALUES' MA Y BE INTERPOLA TED FOR INTFRJ/EDIA TE: I.ENGTHS
OR SPACINGS OR 'MND REGlON5.
4} ALL STRUCTURAL MfJ.I8ERS SHALL BE OF ALUMINUM ALLOY
6063 T-6
5} FOR EXPOSURE 'C: MUL TlPL Y ALL COLUMN HEIGHT VALUES'
8Y .84 (ROOF BEAMS ARE NOT AFFECTED)
6} FOR COLUMNS NOT SUPPORTING PRIMARY ROOF BEAMS
COLUMN VALUES' NA Y BE NUL TlPUED BY 1.05.
7} FOR CHAIR RAIL/WALL PURUN, AND K-BRACE (SECONDARY
MfJ.IBE:RS) VALUES NUL TlPL Y COLUMN HEIGHT BY 1.10
8} ALL COLUMNS AND BEAMS ARE PRIMARY MDrlBE:RS; CHAIR
RAlL/WALL PURUN5, K-BRACES', AND ROOF PURUNS ARE
SECONDARY MfJ.I8E:R5.
9} ALL 5.M.B. SEC710NS sHALL BE STlTCHED TOP eft BOTTOM
W/(I} 110 5.N.5. "24- O.c. (MAX.)
~j
I 3. I
2' x 3' PATIO
COLUMN HEIGHT ~fEIN
120 13D . 14D 150 110-150
9' -10' 9' -3' 8' -7' 8' -0' 11' -9'
8' -11' 8' -5' 7' -11' 7' -3' 10' -9'
8'-3' 7'-8' 7'-1#' 6'-7' 9'-lD
7'-8' 7'-1' 6'-9' 5'-11' 9'-0'
7' -1' 6' -7' 6' -3' 5' -6' 8' -5'
6' -8' 6' -2' 5' -10' 5' -2' 8' -1'
6' -4' 5' -10' 5' -4' 4' -11' 7' -1~
MAX. ALLOJlABL~ B~IlM SPAN = 8'-0'
....
rPACIII.
IfIH 110
3' ID' -7'
4' 9' ";8'
5' 8' -9'
6' 8'-2'
7' 7'-8'
8' 7'-2'
9' 6' -9'
IrPAcIMJ
II'H
3'
4'
5'
6'
7'
8'
9'
J/ SX=. 98 .1 ~ !=:J
1044 J J
I
2' x 4' S. M. B.
COLUMN H~IGHT
110 120 130 140
14'-9' 14'-0' 13'-4' 2'-8'
13'-~' 12'-8' 12'-1' 11'-6'
rp'- , 11'-7' 1 '-D' 0'''''6'
l' -2' ID' -8' 10' -1' q' -8'
ID'-5' 9'-11 9'-4' 8'-11:'
9'-9' 9'-3' 8'-9' 8'-f~
9' -2' 8' -8' 8' -3' 7' -10'
",.
150
2'-0'
l' -0'
ru'-l'
9'-3'
8' -7'
8'-0'
7' -6'
- -:100 SX=l. 35 1 IJ
r,050 J 1
1
2' X 5' S. M. B.
rPACIWJ COLUMN HnGHT
IfIH 110 120 130 140 1:50
3' 18'-5' 17'-3' 16'-2' 5'-1' 114'-0'
4' '6'-' 15'-7' 14'-7' 1-'1'-6' 12'-7'
5' 5'...,' 14'-2' 13'-3' 2'-3' 1'"""5'
6' '- l'l~'-o' 12'-2' 1'-3' 10'-6'
7' '- 1::>'-1' 11'-1#' 70'-6' 9'-9'
8' '-1' 11'-4' 10'-8' 9'-11' 9'-2'
9' 1 ' -5' 10' -9' 10' -1' 9' -5' 8' -9'
~~~z
110-150
17' -4'
16'-6'
1"'i'-6'
14'-6'
13'-7'
12' -9'
12'-0'
~~~z
110-1 ::JD
", -6'
19'-10
18'-1#'
1 7' -D'
l!;'-lD
14' -1C1'
14'-0'
, R' , f'"
DESIGN LOADING rp<:;,~) .~....~
110 MPH 13 18
120 MPH 15 21
130 MPH 18 25
~ ~~ ':Z 21 29
P4 33
110-150 MPH 10 10
COLUMNS,
~,
THESE STRUCTURES D~S1GNm 'MTH TH~ 2004
FLORIDA 8LDG. CODE W/2006 SUPPLEMENT
de CHAP. 6 OF ASC~ 7 FOR 110-750 MPH
'MND VELOCITY (3 SEC. GUST) EXPOSURE 8 de C.
VOID AFTER 2-1-09 /w=.77 ~~._- 1-17-n7
DA V/D NORR/S ENGlNEER/NG
172 COLEMAN RD.
'MNTER HA '-EN, FL 338BO
(863) 299-1048 P.E. 32186
Pg. 1-8
6" 7"
11 3 '3
.1~ I- 2' X 6' S. H. B. .12~ - 2' X 7' S.H.B.
SX=l. 97 1055 SX=2.54I062
I I
2' x 6' S. M. B. 2' x 7' S. M. B.
Is;oM:IM: COLUHN HEIGHT BEAH ~IM COLiJHN HEIGHT ~~Z
SPAN
II'H 110 120 130 140 150 110-150 II'H 110 120 130 140 150 10-150
3' l' -9' 0'-6' 19' -4' 18' -2' 1 7' -0' 25' -0' 3' 24'-8' 3'-4' 122'-0' 20'-8' 9'-4' 29'-0'
4' 19' -4' 18' -2' 11' -2' 16' -I' 15' -I' 23'-6' 4' 22' -7' 1'-2' 19' -10' 18' -B' 17' -5' 27' -I'
5' 17' -6' 16' -5' 15'-6' 14' -6' 13' -7' 22'-0' 5' 20' -9' 19' -6' 18'-2' 17' -1' 15' -10' 25'-3'
6' 16' -I' 15' -I' 14' -3' 13'-4' 12' -6' 20' -7' 6' 19' -2' 18'-1' 6'-10' 15' -9' 14' -7' 23' -5'
7' 15' -0' 14'-1' 13'-4' 12'-5' 11'-8' 19' -3' 7' 18'-0' 16'-11' 15' -9' 14' -B' 13' -7' 21' -9'
8' 14'-2' 13'-4' 12' -7' 111' ..,9' l' -0' 18'-1' 8' 1 7' -0' 15'-11' 14' -10' 13' -9' 12' -9' 20'-5'
9' 13'-6' 12' -9' 12'-0' 11' -3' 10'-6' 17' -I' 9' 16' -2' 15'-1' 14' -0' 13' -0' 12'-0' 19' -4'
a" g"
1
Jf ,3
.22..f.. 2'x8' S. H. B. .??4 U 2' X 9' X . 072 X . 224 S. M. B.
I-
SX=4. 44 1072 "c..
SX=5. 47 1072
t I
2' x 8' S. M. B. 2' x 9' S. M. B.
rP~I/KJ COLUHN HEIGHT ff;:H rPACIIKJ COLUHN HEIGHT ~~~
PAN
II'H 110 120 130 140 1150 lID-ISO II'H 110 120 130 140 150 11D-15O
3' 0'-8' 29'-6' 8' -3' 6' -9' 125' -6' 36'-0' 3' 34'-3' 32'-10 31'-6' 9'-10' 8'-4' ,40'-0'
4' 8' -8' 27' -7' 6'-4' 4' -11'123' -8' 34'-3' 4' 31' -8' 30'-3' P8'-10 '1'.' -9' '5' -4' 3er'~D'
5' 6'-10' 25' -9' 4' -6' 3' -11' Pl'-11' 32'-5' 5' 29'-4' 27' -11 26' 7' 4'-4' '2'-11' 36'-0'
6' 5'-2' 24'-1' '2'-10 l' -6' ~0'-3' 3D' -7' 6' 27'-4' 25'-11 24' -7' '2' -5' 1'-0' 34' -()'
7' 3'-8' 22'-6' 1 ' -3' 19'-11' 18' -8' 28' -9' 7' 25' -9' IP4' -4' 23'-0' 0'-11' 9'-6' 32' -011..
8' e'-3' 21'-0' 19' -9' 1 8'-5' 1 7' -2' 27' -I' 8' 24'-4' 23'-0' 21'-7' 9' -9' 18'-4' 30'-0'
9' 0'-11' 1 9' -8' 18' -5' 1 7' -0' 15'-10' 25' -7' 9' 23'-1' 21' -9' 20'-4' 1 8' -10' 17' -5' 28'-5'
g" 10.
II 2' X 9' X . 072 X . 310 S. M. B. .3 2' X 10' X . 092 X . 389 S. M. B. 3
.31JL - .38.L -
SX=6. 77 072 SX=8. 53 IOg2
~
2' x 9' S. "'f. B, 2' x 10' S. M. B. T
rP~IM: COLUHN HEIGHT l~fAH IrPM:IM COLUHN HEIGHT If~~Z
PAN
II'H 110 120 130 140 150 10-150 II'H 110 120 130 140 150 11D-15O
3' 36'-1' 34'-6' 3' -0' '2' -2' l' -6' 42'-0' 3' 41'-11 40'-1' 38'-3' 6' -9' 5'-6' 8'-6'
4' L"l3' -11 32' -5' 0'-10' 8'-11' B'-."l' 39' -8' 4' 139' -4' 7'-5' 35' -7' 3'-3' l' -lu' 5' -2'
5' 31' -10 30'-4' 8' -9' 6' -4' 5'-8' 37'-10 5' 36'-10 5'-0' 33'-2' 0" -5' 8'-11' 2'-6'
6' 9' -10' 28'-4' 6'-10 4'-4' 3' -7' 36'-1' 6' 4'-6' 32' -B' 30'-10 8'-1' 6' -7' 0'-4'
7' 7' -10 26'-4' 4'-10' '2' -9' 1'-11' 34'-6' 7' '2' -5' 0' -7' 28'-9' 6' -3' 4' 9' 8'-6'
8' 6' -3' 24'-4' '2' -10' l' -6' 0' -7' 33'-0' 8' 3D' -7' 8' -9' 26'-10 4' -9' 3' -3' 6'-10'
9' 4'-11 23'-4' 1'-10' 0'-6' 19' -6' 31'-6' 9' 9' -0' 7' -2' 25'-4' 3'-6' e'-D' 5'-2' EXPDSURE
TYP ICAL ALUMINUM COLUMN & BEAM DETAILS ' B' , C'
IJESIGN LOADING (Psn (Psn
COLUMNS, 110 MPH 13 18
TABLES FOR SCREEN ROOMS & ROOFS ONLY 120 MPH 15 21
t/!1JL: 130 MPH 18 25
1) BEAM SPANS MAY BE INCREASED 20% WHEN 140 MPH 21 29
CONTINUOUS O\of1i' INTERIOR COLUMN SUPPORT 150 MPH 24 33
2) ALL BEAM SPANS ASSUME LA TERAL PURUNS ~I 110-150 HPH 10 10
o 90' FRAMED ACROSS ROOF 0 EACH POST IN
SCREENED SIDE WALLS
3) VALUES MA Y BE INTERPOLA TED FOR INTERMEDIA 'FE: THESE STRUCTURES DESIGNED WITH THE 2004
LENGTHS OR SPACINGS OR WIND REGlON5. FLORIDA BLDG. CODE w/ 2006 SUPPLEMENT
4) COLUMN k BEAMS SHALL BE OF ALUMINUM ALLOY &: CHAP. 6 OF ASCE 7 FOR 110-150 MPH
6063T-6 WIND VELOCITY (3 SEC. GUST) EXPOSURE B &: C.
5) FOR EXPOSURE 'e: MUL TlPL Y ALL COLUMN HElGHT
VALUES 8Y .84 (ROOF BEAMS ARE NOT AFFECTED) VOID AFTER 2 1 09 Iw....77 1, .17-n7
6) FOR COLUMNS NOT SUPPORTING PRIMARY ROOF BEAMS DA IIID NORRIS ENGINEERING
COLUMN VALUES MA Y 'BE MULTlPUED BY 1.05
7) ALL 5.M.B. SECTIONS SHALL BE STITCHED TOP k BOrrriM 112 COLEMAN RD.
W/ (1) 110 5.M.S. 024" O.C. (MAX) WINTER HA lIEN. FL 33BBO Pg. 1-C
(863) 299-1048 P.E. 32186
(2) 1/4-_ STL
BOL TS
~
~
~
'0
~
It)
'-
!g
:t
2 X _ S.M.B.
2 X _ S.M.B.
**
[ 2 1/8. RECEIVING CHANNEL
w/ (2) 1/4-- STL BOLTS OR
(6) "0 X 3/4" TEKS EA. SIDE
3. X 3- CO!..
(2) E'A. 1/4-_ STL BOL TS OR
(6) "0 X 3/4" TEKS EA. SID
(TYP. EA. SIDE IF CONT.)
2" X _ KNEE BRACE'
o 45' ANGLE
( JIf ~AX. LENGTH
[ 2 1/8" ALUM. REC. CHANNEL
W/ (4) 110 X 3/4- TEKS INTO
CONN. 0 POST,/BEAM /c'(3)
"0 X 3/4- TEKS EA. SIDE OF
REC. CHANNEL INTO
KNEE BRACE.
**
[ 2 1/8" REC. CHANNEL W/ (6) EA. "0 SUS
(2- MIN. alBED.) INTO HOST STRUCTURE (WOOD)
~-
1/4-_ TAPCONS x 2 1/4- 0 1 1/2.0.C..
STAGGERED (MIN. OF 2 PER CONN.)
~
2"x2-x.050" ANGLE EA. SIDE' OF BEAM
FASTENED SAME AS CHANNEL
* * I:JDJE;
FOR 2 X 8 AND 2 X 9 SUB(S)-
ADD 50% MORE CONNECTORS
(SCREWS AND BOLTS).
FOR 2 X 10 SUB -
BEAM TO COLUMN ADD 100% MORE CONNECTORS.
N. T.S.
2 X _ 5.M.B.
* * [ 2 1/8" REC. CHANNEL W/ (2) EA.
1/4-_ STL BOLTS E'A. DIRECT10N
~
;-2-X2-X.OSO" ANGLE EA. SIDE OF
BEAM FASTENED SAME' AS
CHANNEL
I
L
:2 X _ 5.M.B.
rr
I
I
BEAM TO
T1NUOUS O\E7? COLUMN
(SPUCE'S SHOULD BE 3'-4'
~OM COLUMN &: STAGGERED.)
6 IT. (MIN.) NOTE::
-'-A.F.F. BEAM SPAN IS
MEASURED TO POINT
OF KNEE.8RACE.
BEAM TO BEAM TO BEAM
N. T.S.
KNEE BRACE
N.T.S.
JIf 2- X 2" - 4' MAX. LENGTH OR
CONNECTION DETAILS ~: ~~:: ~.'tfx.MtfNG~GTH OR
2 X _ S.M.B. SLOTTED OVER 2 X _ S.M.B.
OPT/ON 1 DETAIL
2 X _'s BUTTED TOGETHER
OP T/ON 2 DETAIL (INTERNAL GUSSET)
L..3Xh
tmKS;
1. SPUCE' DETAIL SHOWN MA Y BE ROTA TED
FOR MANSARD APPUCA T10NS
2. MAINTAIN MIN. 1/2- FROM SPUCE' PLA TE:
PERIMETER TO ~ OF SCREWS.
.I ALL SPUCE' PLA7E:S ARE ALUMINUM ALLOY
6063 T-5 x REQUIRED THICKNESS (SEE TABLE)
4. SPACE' ALL SCREWS (3/4- MIN. LENGTH)
E'QUALL Y AROUND PERIMETER (STAGGERED
IF NECE'SSARY).
5. SPACE'''4 0 I" MIN.. "2 0 3/4" MIN.,
AND "0 0 5/8" MIN.
6. CUT TOP OF 5.M.B. TO FIT T1GHT ALONG
VERTICAL JOINT. .
7. ORA WINGS ARE N. T.5.
BEAM SPLICE
DETAILS
THESE STRUCTURES DESIGNED WfTH THE 2004
FLORIDA BLDG. CODE W/ 2006 SUPPLEMENT
de CHAP. 6 OF ASCE 7 FOR 110-150 MPH
WfND VELOCITY (3 SEC. GUST) EXPOSURE 8 dc C.
VOID AFTER 2 1 09
L/2
2 xL,s BUTTED TOGETHER
OPT/ON 3 DETAIL (EXTERNAL GUSSET)
DA VlD NORRIS ENGINEERING
112 COLEMAN RD.
WfNTE:R HA'IEN, FL 33880
(863) 299-1048 P.E. 32186
Pg.
1-D
2' X2' CHAIRRAIL
OPTIONAL 2x2 OR
2x3 TOP PLATE:
l// (3) '10 SHS INTO
SCREV BOSS~S (HIN. 1')
OPTIONAL POST TO
BAS~ CONNECTIONI
(FOR 2x2, 2x3, & 2x4
PA TIO S~CTIONJ
l// (3) '10xl 1/2' SHS
IN ~
TOP PLA TE:
OPTIONAL
[ 2 1/8' X 1 1/2'
IN LI~U OF
(2) L l' X l' X 2'
2X~POST
1')(2' TOP PLA T~
"0 X 1 1/2- S.U.S.
INTO SCREW BOSS
2X_POST
(TYP.) l' X l' X 2'
ANGLE CLIPS ~ACH
SI~ OF POST l// (4)
118 X 1/2' S. H. S. OR
[ 2 1/8' (DASH~D)
2'X2' CHAIRRAIL
l' X2' BOTTON PLA T~
1/4- x 2 1/2-
CONC. A.B.
o 24- D.C.
...
. Cf' .
..' . . 1/4- x 2 1/2-
. ... .... CONC. A.B.
o 24- O.e.
POST TO DECK
N. T.S.
..
'.~
. ..
'.~
.' ..
2-x 2-x .125*- ANGLE
. EACH SIDE
(2) "0 x 3/4--
S.U.S. EACH SIDE
W O.e. SPACING)
,-x 2- BASE PLATE:
(TYP.)
NOD, ua THIll COLUIIN AIIt:IIDIl
"'iii/ffAJL I'OR WIND IIBG'ON :. 120 .,."
(TYP.) 2-x _ - COLUUN
(TYP.) (3) 110 x 3/4--
S.U.s. EVENL Y SPACED
*
* ONL Y (1) 3/8-" A.B.
REQUIRED FOR
COLUUNS < 5- WIDE
3/8-" CONe. A.B. W/
2 1/2- UIN. EMBED.
PAVER POOL DECK DETAIL
WITH NEW SCREEN ENCLOSURE
N. T. S.
t/f1IE! GUSSIT HA TE:R I i'lL
SANE AS UPRIGHT AND
1/16' HIN. THICKNESS
2'x2' HIN. PURLIN
REC~IVING CHANNa. (1/16'
OR GUSS~T PLA ~ l// OJ)
'10 So H. S. ~ACH SIDE
UPRIGHT/COLUMN
PURLIN TO UPRIGHT/
COLUMN DETAIL
N. T. S.
THESE STRUCTURES DESIGNED WITH THE 2004-
FLORIDA BLDG. COOE W/ 2006 SUPPLEMENT
ct: CHAP. 6 OF ASCE 7 FOR 110-150 MPH
WIND VELOCITY (3 SEC. GUST) EXPOSURE B &: C.
VOID AF1ER 2-1-09
DA '.liD NORRIS ENGINEERING
112 COLEMAN RD.
WINTER HA \lEN, FL .J:J880
(863) 299-1048 P.E. 32186
Pg. 1-E
BEAM TO POST CONNEC.TIONS
[1 1/2- x 2 1/8- x .050- RECEIVING
CHANNEL. SECURED TO 2-x- POST W/
"Ox3/4- TEKS " ,- O.c., STAGGERED
AND SECURED TO BEAM W/ "Ox3/4-
TEKS " ,- O.C., STAGGERED, EACH SIDE.
(OPT1ONAL) (2) L 2-x2-x.050- I/A Y BE
USED IN UEU OF RmVlNG CHANNEL..
2.;:;' TOP PU. TE
W/ (2) "0 5.1/.S.
NOTCHED 2- X~ 5.1/.~
TELESCOPED O~ 2- X POST
AND SECURED W/"O X V4- TEKS
" 3/4- O.c. STAGGERED EA. SIDE
tKJ1E; 5.1/.B. USED AS POST 1/1. Y
TELESCOPE O~ 5.1/.B. USED AS
BEAI/
OPTION 1 DETAIL
N.T.S.
OPTION 2 DETAIL
N. T.S.
2 X 3 INTERNALL Y
SCREWED W/2- X ,,0.
((4) / COL.)
/10 X 3/4- " 3/4-
O.c., STAGGERm ON
EA. SIDE
"0 X 3/4- " 3/4-
O.c., STAGGERED ON
EA. SIDE.
NOTCH 2 X-5.1/.8. TO
OVERLAP 2 ~OST
2 X 3 SPECIAL
2 X 2 X .(U()-
1 X 2 TOP PLATE
"0 X 1 1/2- INTO 2-)(2-
" 24- O.c. (I/AX)
2 X 4 (I/IN.)
POST
2- (I/IN.)
2 X 4 (I/IN.) 5.1/.S.
NOTCHmTO RECEIVE:
ROOF BEAM.
OPTION 3 DETAIL
N. T.S.
2 X _ 5.1/.8.
OPTION 4 DETAIL
N. T.S.
[ , 1/2- X 2 1/S- X .050- RECEIVING
CHANNEl... W/"O X 3/4- TEKS. " ,- O.c.,
STAGGERm ON 80TH SIDES.
CONNECT [ CHANNEL. TO FASCIA
W/ "0 X , 1/2- 5.1/.5. " 1- O.c. STAGGERED
NOTE:
I/IN.1 1/2- FASCIA THICI<NESS, SECURED TO
END OF TRUSSES W/. (2) "0 X 3- 5.1/.5.
BEAM TO FASCIA CONNECTION
N. T.S.
THESE STRUCTURES DESIGNED WITH THE 2004
FLORIDA 8LDG. CODE W/ 2006 SUPPLEMENT
&: CHAP. 6 OF ASCE 7 FOR 110-150 MPH
WIND VELOCITY (3 SEC. GUST) EXPOSURE 8 &: C.
VOID AFTER 2-1-09
DA V1D NORRIS ENGINEERING
112 COLEMAN RD.
WINTER HI. lIEN, FL 33880
(863) 299-1048 P.E. 32186
Pg. 1-F
SUPER GUTTER CONNECnONS
2- WIDE X .050- EXTRUDED STRAP" EA. BEAM CONNECTION
W/1/"'-- X 2- LAG SCREW THRU STRAP INTO FASCIA.
(2) /10 X 3/"'- TEKS
(2) #10)(3' SCREWS ~ EA. RAFTER (TYP.)
(PRE-DRILL TO ENSURE HITTING RAFTER TAIL)
(2) I10X3- SCREWS " EA. RAFTE"R
ro ENSURE HIT71NG RAFTER TAIL)
OPTIONAL STRAP CONNECTION
.040- X 1 1/2- STRAP
" EA. ALUM. RAFTER
OR
2- WIDE X .050- EXTRUDED
STRAP "EA. BEAM
CONNECTION W/ 1/# X 2-
LAG SCREW THRU STRAP INTO
FASCIA W/ (2) /10 x 3/4-
TEKS INTO SUPER GU17ER
OPTIONAL 2X2
PURLlN SUPPORT
/10 X 3- " 24- O.C. (MAX)
(2) /10 X 3/4- TEKS
2 X- S.M.B.
2- X 2- X .040-
S.M.B. & GUTTER CONNECTION
OPTION 2 DETAIL
ALL DETAILS SAME AS OPTION 1 EXCEPT AS SHOWN
5- OR 7-
SUPER
GU17ER /10)(2- SCREWS
" 16- O.c. (TYP.)
MOOD FURRING " EA.
RAFTER IF NE"EDED.
S.M.B. & GUTTER CONNECTION
OPTION 3 DETAIL
ALL DETAILS SAME AS OPTION 1 EXCEPT AS SHOWN
2- WIDE x .050- EXTRUDED STRAP " EA. BEAM CONNECTION,
W/ MIN. (2) /10 x 3/"'- S.M.S. " EA. END
/10 x 3/"'- S.M.S.
" 6- D.C.
2 X _ S.M.B.
COMPOSITE:
ROOF PANEL
I I'MAX O.H. OR I
[3- OR ".- . ENGINEER-DESIGNED 'V
CARRIER BEAM OR WALL TOP .
PLA TE: (DESIGNED TO CARRY
COMBINED ROOF PANEL ct
5MB / GUTTER LOADING)
THESE STRUCTURES DESIGNED WITH THE 2004-
FLORIDA BLDG. CODE W/ 2006 SUPPLEMENT
~ CHAP. 6 OF ASCE 7 FOR 11D-150 MPH
WINO VELOCITY (3 SEC. GUST) EXPOSURE B & C.
VOID AFTER 2-1-09
DA V1D NORRIS ENGINEERING
112 COLEMAN RD.
WINTER HA lIEN, FL 33880
(863) 299-1048 P.E. 32186
S.M.B. & GUTTER CONNECTION
OPTION 4 DETAIL
Pg. 1-G
GR'D S"
(MIN.)
IKJOD STUD
P. T. PLA TE
GR'D
\J
.,"
(MIN.)
"" :A:~ :..... ~. ....... ~. ~. '
\61 I /,.... .,. ..... .
~ ~." ..~. ,.:. r "
CD .:,~,.;:, .
I .. ~~.. I
~
.019" ALUMINUM
(MIN. 2" LAP
FOR ~T. JTS.)
KOOD STUD
WOOD CONSTRUCTION
REQ'D SOIL SEPARA TION
N. T.S.
2'-0. MIN.
BEFORE SLOPE
~
<4- : 1 M . .. ....... ,,'';' . ~. : '"
FLA T SLOPE / NO FOOTING
MIN. 2500 PSI CONCRETE
WITH 6X6-10X1{} W.W.M.
OR ABERMESH (TYPICAL)
2500 PSI CONe.
W/ (1) 15 CONT.
r.':.......,. :.~.
. ," "'" ~
. ........ ill' ....".
8 .:i~;~.~:/.
12. I
S" X S" W/ (1) 15 CONT.
1"/FT. - 3"/FT.
3./FT. - 6"/FT.
FOOTING DETAILS ADDRESSING EROSION
N. T.S.
2500 PSI. (MIN.) CONCRETE
6x6-10/10 W.W.M. OR
ABERMESH CONCRETE
00
....oil.
'. ..
. ., 0"
8" MIN
Q) 16" MIN.
@12. MIN.
FDDT~R
N, T, S.
TYP leAL MDNDL I THlC
(THICKENCJJ SLAB EDGC)
f!KllES;
IN LAKE COUNTY:
<D CONCRETE FOUNDA TlONS MUST BE 12" (MIN.) BELOW ANISHED GRADE
<g) s" (MIN.) FROM AN/SHED GRADE TO ANY UNTREA TED KOOD
IN HILLSRORO COUNTY:
~ GLASS ROOAlS REQUIRE (MIN.) 16"x16" MONOLITHIC FOOTER w/ (2) 15 REBAR
SCREeN ROOMS AND POOL CAGES REQUIRE (MIN.) S"xS" MONOLITHIC FOOTER W/(1) 15.
KOOD CONSTRUCTION REQUIRES SIGNED AND SEALED SITE SPEC lAC DETAILS
IN CHARLOTTE COUNTY:
@ MIN. FOOTER SIZE IS 12"x12" W/(1) 15 CONT.
THESE S7RUCWRES DESIGNED WITH THE 2004
FLORIDA BLDG. CODE W/ 2006 SUPPLEMENT
&t CHAP. 6 OF ASCE 7 FOR 110-150 MPH
WIND VELOCITY (3 SEC. GUST) EXPOSURE B &t C
VOID AFTER 2 1 09
DA V1D NORRIS ENGINEERING
112 COl..ElJAN RD.
WINTER HA VEN, FL 33880
(863) 299-1048 P.t:. 321B6
Pg. 3-C
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner:
t&\ft. IeedeJ' Ckd. ~
G - So 7
1- 9 s 2. -;=;M~ tJ Ply
'PDD I ~c 16~ .
Date Received:
Site:
Permit Type:
Approved wino comments:~
Approved withe below comments: 0 Denied withe below comments: 0
This comment sheet shall be kept with the permit and/or plans.
bJ: b -~--D/
Kal . Switzer - PI
Date
Contractor and/or Homeowner
(Required when comments are present)